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WASTE WATER ENGINEERING

Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

B = 0.5 d
B = 0.2 d
d = 0.2 B
d = 0.5 B

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

1 hour and 30 minutes
30 minutes
1 hour
2 hours

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow rate
Surface loading
Over flow velocity

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Waste Water Engineering
The recommended detention period for grit chambers is

2 minutes
3 minutes
1 minute
5 minutes

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Waste Water Engineering
Clogging of sewers, is caused due to

Greasy and oily matters
Silting
All of these
Low discharge

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